Anti-slide pile structure

Abstract

The utility model relates to the technical field of anti-slide piles, and discloses an anti-slide pile structure which comprises an anti-slide pile body, a protruding part is formed on the outer side of the anti-slide pile body in a pouring mode, a supporting structure is arranged in the anti-slide pile body, and the supporting structure comprises a transverse reinforcing steel bar plate and a vertical reinforcing steel bar plate. The transverse reinforcing steel bar plate and the vertical reinforcing steel bar plate penetrate through the anti-slide pile body and extend to the outer side of the anti-slide pile body, the vertical reinforcing steel bar plate is in lap joint with the top of the transverse reinforcing steel bar plate, and a supporting column is poured at the bottom of the anti-slide pile body and extends into the anti-slide pile body. According to the anti-slide pile structure, when the anti-slide pile body is poured in a segmented mode, the supporting columns support the bottom of the anti-slide pile body, meanwhile, the transverse reinforcing steel bar plates and the vertical reinforcing steel bar plates are inserted into soil, the anti-slide pile body can be supported in a segmented mode, the protruding parts are embedded in the soil, the periphery of the anti-slide pile body is supported, and the anti-slide pile body is more stable; the inclination cannot easily occur.

Description

Technical Field

[0001] This application relates to the technical field of anti-slide piles, and specifically to an anti-slide pile structure. Background Art

[0002] The main working principle of the anti-slide pile is to utilize the bending resistance of the pile body and the resistance of the surrounding rock and soil mass of the pile, transmit the remaining sliding force of the landslide body through the upper part of the pile body to the stable rock and soil mass in the embedded section of the pile body, and rely on the lateral resistance provided by the rock and soil mass in the embedded section to resist the sliding force of the upper landslide body, preventing the sliding body from generating overall sliding due to shear displacement along the dominant plane, thereby playing a role in stabilizing the slope.

[0003] When the existing anti-slide piles are poured, segmented pouring is required. The connection between the segmented anti-slide piles is not tight enough. Moreover, when the anti-slide piles are poured into the ground notch, the ground soil is relatively soft. After long-term use, the anti-slide piles are prone to tilt, affecting the protection effect of the anti-slide piles.

[0004] Therefore, there is an urgent need for an anti-slide pile structure to solve the problem of insufficient stability of the anti-slide piles. Utility Model Content

[0005] Aiming at the deficiencies of the prior art, this application provides an anti-slide pile structure, which has the advantage of supporting the anti-slide pile in segments and solves the problem of insufficient stability of the anti-slide pile.

[0006] To achieve the above object, this application provides the following technical solution: An anti-slide pile structure includes an anti-slide pile body. A convex part is formed by casting on the outer side of the anti-slide pile body. A support structure is arranged inside the anti-slide pile body. The support structure includes a horizontal steel bar plate and a vertical steel bar plate. The horizontal steel bar plate and the vertical steel bar plate penetrate through the anti-slide pile body and extend to the outside of the anti-slide pile body. The vertical steel bar plate is lapped on the top of the horizontal steel bar plate. A support column is cast at the bottom of the anti-slide pile body, and the support column extends into the anti-slide pile body.

[0007] When the anti-slide pile body is cast in segments, the support column supports the bottom of the anti-slide pile body. At the same time, the horizontal steel bar plate and the vertical steel bar plate are inserted into the soil, and the anti-slide pile body can be supported in segments. The convex part is embedded in the soil to support the periphery of the anti-slide pile body, making the anti-slide pile body more stable and not prone to tilt.

[0008] Preferably, a shielding mechanism is installed on one side of the anti-slide pile body. The shielding mechanism includes a connecting piece, a long screw, a support seat, a connecting rod and a baffle. The connecting piece is fixedly connected to one side of the anti-slide pile body through the long screw. The support seat is installed on one side of the connecting piece. One end of the connecting rod is slidably connected to the inside of the support seat, and the other end of the connecting rod is welded to the outside of the baffle.

[0009] Preferably, several groups of the horizontal steel plate and the vertical steel plate are evenly distributed inside the anti-slide pile body, and the horizontal steel plate and the vertical steel plate are located at the middle position between adjacent protruding parts.

[0010] Preferably, several groups of the support columns are evenly distributed at the bottom of the anti-slide pile body.

[0011] Preferably, the long screw penetrates through the connecting piece and extends into the anti-slide pile body.

[0012] In summary, the present application includes at least one of the following beneficial effects:

[0013] 1. For the anti-slide pile structure, when the anti-slide pile body is cast in segments, the support columns support the bottom of the anti-slide pile body. At the same time, the horizontal steel plate and the vertical steel plate are inserted into the soil, and the anti-slide pile body can be supported in a segmented manner. The protruding parts are embedded in the soil to support the periphery of the anti-slide pile body, making the anti-slide pile body more stable and not prone to tilting, and improving the service life of the anti-slide pile body.

[0014] 2. For the anti-slide pile structure, through the shielding mechanism, the shielding mechanism is connected between two adjacent anti-slide pile bodies, thereby shielding and protecting the slope between two adjacent anti-slide pile bodies, preventing the soil on the slope from sliding, and improving the protection effect of the anti-slide pile body. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 is the sectional structure diagram of the anti-slide pile of the present application;

[0016] Figure 2 is the overall structure diagram of the horizontal steel plate and the vertical steel plate of the present application;

[0017] Figure 3 is the overall structure diagram of the shielding mechanism of the present application.

[0018] Wherein: 1. Anti-slide pile body; 2. Protruding part; 3. Horizontal steel plate; 4. Vertical steel plate; 5. Support column; 6. Connecting piece; 7. Long screw; 8. Support seat; 9. Connecting rod; 10. Baffle. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0019] Next, the technical solutions in the embodiments of the present application will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the protection scope of the present application.

[0020] Please refer to Figures 1-3, an anti-slide pile structure, including an anti-slide pile body 1, with a convex part 2 cast and formed on the outer side of the anti-slide pile body 1. A support structure is arranged inside the anti-slide pile body 1. The support structure includes a transverse steel plate 3 and a vertical steel plate 4. The transverse steel plate 3 and the vertical steel plate 4 penetrate through the anti-slide pile body 1 and extend to the outside of the anti-slide pile body 1. The vertical steel plate 4 is lapped on the top of the transverse steel plate 3. Several groups of transverse steel plates 3 and vertical steel plates 4 are evenly distributed inside the anti-slide pile body 1. The transverse steel plate 3 and the vertical steel plate 4 are located at the middle position between adjacent convex parts 2. A support column 5 is cast at the bottom of the anti-slide pile body 1. The support column 5 extends into the anti-slide pile body 1. Several groups of support columns 5 are evenly distributed at the bottom of the anti-slide pile body 1.

[0021] Through the above technical solution, when the anti-slide pile body 1 is cast and formed, the support column 5 is embedded into the bottom of the pit. At the same time, the staff opens a notch adapted to the convex part 2 on the outside of the pit. At the same time, the staff inserts both ends of the transverse steel plate 3 and the vertical steel plate 4 into the soil inside the pit. When the anti-slide pile body 1 is cast, the support column 5 supports the bottom of the anti-slide pile body 1. At the same time, the transverse steel plate 3 and the vertical steel plate 4 are inserted into the soil, and the anti-slide pile body 1 can be supported in a segmented manner. The convex part 2 is embedded in the soil to support the periphery of the anti-slide pile body 1, making the anti-slide pile body 1 more stable, not easy to tilt, and improving the service life of the anti-slide pile body 1.

[0022] Specifically, a shielding mechanism is installed on one side of the anti-slide pile body 1. The shielding mechanism includes a connecting piece 6, a long screw 7, a support seat 8, a connecting rod 9 and a baffle 10. The connecting piece 6 is fixedly connected to one side of the anti-slide pile body 1 through the long screw 7. The long screw 7 penetrates through the connecting piece 6 and extends into the anti-slide pile body 1. The support seat 8 is installed on one side of the connecting piece 6. One end of the connecting rod 9 is slidably connected inside the support seat 8, and the other end of the connecting rod 9 is welded to the outside of the baffle 10.

[0023] Through the above technical solution, after the anti-slide pile body 1 is cast and formed, the staff uses the long screw 7 to pass through the connecting piece 6 and insert it into the anti-slide pile body 1 to fix the anti-slide pile body 1. Similarly, another group of connecting pieces 6 is fixed to another group of anti-slide pile bodies 1. The connecting rod 9 slides inside the support seat 8, which is convenient for adjusting the installation of the shielding mechanism between two anti-slide pile bodies 1 with a smaller distance. The baffle 10 faces the slope to protect the slope. The shielding mechanism connects between two adjacent anti-slide pile bodies 1, thereby shielding and protecting the slope between two adjacent anti-slide pile bodies 1, preventing the soil on the slope from sliding, and improving the protection effect of the anti-slide pile body 1.

[0024] During use, when the anti-slide pile body 1 is cast in segments, the support column 5 supports the bottom of the anti-slide pile body 1. At the same time, the horizontal steel plate 3 and the vertical steel plate 4 are inserted into the soil, and the anti-slide pile body 1 can be supported in segments. The protruding part 2 is embedded in the soil to support the periphery of the anti-slide pile body 1, making the anti-slide pile body 1 more stable and not prone to tilt.

[0025] Although the embodiments of the present application have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions, and variations can be made to these embodiments without departing from the principles and spirit of the present application. The scope of the present application is defined by the appended claims and their equivalents.

Claims

1. An anti-slide pile structure, comprising an anti-slide pile body (1), characterized in that: A protruding part (2) is cast and formed on the outer side of the anti-slide pile body (1). A support structure is arranged inside the anti-slide pile body (1). The support structure includes a transverse steel plate (3) and a vertical steel plate (4). The transverse steel plate (3) and the vertical steel plate (4) penetrate through the anti-slide pile body (1) and extend to the outside of the anti-slide pile body (1). The vertical steel plate (4) is lapped on the top of the transverse steel plate (3). A support column (5) is cast at the bottom of the anti-slide pile body (1), and the support column (5) extends into the anti-slide pile body (1).

2. The anti-slide pile structure according to claim 1, characterized in that: A shielding mechanism is installed on one side of the anti-slide pile body (1). The shielding mechanism includes a connecting piece (6), a long screw (7), a support seat (8), a connecting rod (9) and a baffle (10). The connecting piece (6) is fixedly connected to one side of the anti-slide pile body (1) through the long screw (7). The support seat (8) is installed on one side of the connecting piece (6). One end of the connecting rod (9) is slidably connected to the inside of the support seat (8), and the other end of the connecting rod (9) is welded to the outside of the baffle (10).

3. The anti-slide pile structure according to claim 1, wherein: Several groups of the transverse steel plates (3) and the vertical steel plates (4) are evenly distributed inside the anti-slide pile body (1), and the transverse steel plates (3) and the vertical steel plates (4) are located at the middle positions between adjacent protruding parts (2).

4. The anti-slide pile structure according to claim 1, characterized in that: Several groups of the support columns (5) are evenly distributed at the bottom of the anti-slide pile body (1).

5. The anti-slide pile structure according to claim 2, wherein: The long screw (7) penetrates through the connecting piece (6) and extends into the anti-slide pile body (1).

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